摘要
本工程设计处理能力为120m^3/d,进水BOD、氨氮和磷分别为2850、6320、310和86mg/L,经A/O法和砂滤处理后,使出水稳定达到排入二级水体的标准.
This project is designed to treat 120 cubic meters of influent per day with BOD, COD, ammonia nitrogen and P concentrations of 2850, 6320, 310 and 86 mg/l respectively. The effluent treated by A/O and sand filtration processes will meet the requirement of discharge for the 2nd class water body.
出处
《给水排水》
CSCD
1995年第3期18-19,共2页
Water & Wastewater Engineering
